JPH07145784A - Number of rainwater pump operation controlling method - Google Patents

Number of rainwater pump operation controlling method

Info

Publication number
JPH07145784A
JPH07145784A JP29484993A JP29484993A JPH07145784A JP H07145784 A JPH07145784 A JP H07145784A JP 29484993 A JP29484993 A JP 29484993A JP 29484993 A JP29484993 A JP 29484993A JP H07145784 A JPH07145784 A JP H07145784A
Authority
JP
Japan
Prior art keywords
pump
water level
predicted
well
information
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP29484993A
Other languages
Japanese (ja)
Inventor
Toshimasa Awano
俊正 粟野
Isamu Suzuki
勇 鈴木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Meidensha Corp
Meidensha Electric Manufacturing Co Ltd
Original Assignee
Meidensha Corp
Meidensha Electric Manufacturing Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Meidensha Corp, Meidensha Electric Manufacturing Co Ltd filed Critical Meidensha Corp
Priority to JP29484993A priority Critical patent/JPH07145784A/en
Publication of JPH07145784A publication Critical patent/JPH07145784A/en
Pending legal-status Critical Current

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  • Control Of Positive-Displacement Pumps (AREA)
  • Feedback Control In General (AREA)

Abstract

PURPOSE:To keep a pump well water level within an appropriate range by predicting the inflow of rainwater from a precipitation, attempting the unification of the operation time/the reduction of the frequency of starting a pump by conducting the forestalling operation of the pump. CONSTITUTION:The inflow flow of rainwater after a predetermined time is predicted from a precipitation by means of an inflow flow predicting means 2, and a pump well prediction water level is sought from difference with a real water raising quantity QO by means of a prediction water level operating means 4, and on the other hand, pump combination that realizes water raising most suitable for an inflow flow is selected by means of a pump selecting means 9, and a pump to be started or stopped is decided and controlled by means of a pump controlling means 7 on the basis of the present pump operation information.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、下水処理現場や雨水ポ
ンプ場などに設置される雨水排水用ポンプの制御方式に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rainwater drainage pump control system installed in a sewage treatment site or a rainwater pumping station.

【0002】[0002]

【従来の技術】従来、雨天時における下水処理場や雨水
ポンプ場のポンプ運転制御では、一般的にポンプ井の水
位に基づくポンプ運転台数制御方式が多く採用されてい
る。即ち、図4に示すように各ポンプの起動,停止指標
としてポンプ井水位を定め台数制御を行い、水位とポン
プの起動・停止とは1:1の関係に固定されている。
2. Description of the Related Art Conventionally, in pump operation control of a sewage treatment plant or a rainwater pumping station in rainy weather, generally, a number-of-pumps operation control system based on the water level of a pump well has been adopted. That is, as shown in FIG. 4, the pump well water level is determined as the start / stop index of each pump and the number of pumps is controlled, and the water level and the start / stop of the pump are fixed in a 1: 1 relationship.

【0003】即ち、図4においてH1,H2,H3はそれ
ぞれ1号,2号,3号ポンプの起動水位、L1,L2,L
3は同様に1号、2号、3号ポンプの停止水位を示して
いる。
That is, in FIG. 4, H 1 , H 2 , and H 3 are the starting water levels of the No. 1, No. 2, and No. 3 pumps, L 1 , L 2 , and L, respectively.
3 shows the No. 1, No. 2, No. 3 pump stop level as well.

【0004】[0004]

【発明が解決しようとする課題】図4のような水位によ
る台数制御方式では、制御指標が水位のみであるため、
流入水量の変動に対する適正な制御が難しく、ポンプ起
動回数の増加やポンプ運転時間の不均一化が生ずる。そ
のため場合によっては手動にて運転している場合もあ
り、自動といいながら人間の手を煩わしている。
In the number-of-units control method based on the water level as shown in FIG. 4, since the control index is only the water level,
It is difficult to properly control the fluctuation of the amount of inflow water, and the number of pump starts increases and the pump operating time becomes uneven. Therefore, in some cases, the vehicle may be driven manually, and although it is called automatic, it requires a human hand.

【0005】本発明は、以上のような課題にかんがみな
されたものであり、雨水の流入予測を行ってポンプを先
廻り運転することにより、ポンプの起動回数の減少,運
転時間の均一化をはかりポンプ井水位を適切な範囲に収
めるような雨水ポンプ運転台数制御方式を提供すること
を目的とする。
The present invention has been made in view of the above problems, and by predicting the inflow of rainwater and operating the pump in advance, the number of times of starting the pump is reduced and the operating time is made uniform. It is an object of the present invention to provide a rainwater pump operation number control method that keeps the pump well water level within an appropriate range.

【0006】[0006]

【課題を解決するための手段】第1の発明は、ポンプ井
に流入する雨水を複数の異容量ポンプにより下水処理設
備へ揚水する雨水ポンプ運転台数制御方式において、降
雨量情報を入力してポンプ井への所定時間後の雨水の流
入流量を予測する流入流量予測手段と、現状のポンプ運
転情報を入力してポンプ揚水量を算出する実揚水量演算
手段と、前記予測流入流量と実揚水量の差である水位変
動量と現状のポンプ井水位入力情報により予測水位を算
出する予測水位演算手段と、前記予測流入流量に最も適
合した揚水を可能とするポンプ組合わせを選定しポンプ
選定情報として記憶するポンプ選定手段と、前記予測水
位がポンプ井の制御上限水位と下限水位の範囲内にある
か否かを判定し範囲外に逸脱した時にポンプ制御指令を
発生する予測水位判定手段と、前記ポンプ制御指令を受
信した時前記ポンプ選定情報と現状のポンプ運転入力情
報とに基づき起動あるいは停止すべきポンプを決定し当
該ポンプへ起動あるいは停止信号を送出するポンプ制御
手段より構成される。
A first aspect of the present invention is a rainwater pump operation number control system for pumping rainwater flowing into a pump well to a sewage treatment facility by a plurality of different-capacity pumps. Inflow rate predicting means for predicting the inflow rate of rainwater after a predetermined time to the well, actual pumping rate calculating means for calculating the pumping rate by inputting the current pump operation information, and the predicted inflow rate and actual pumping rate Difference between the water level fluctuation and the current pump well water level input information to calculate the predicted water level, and a pump combination that enables pumping that best matches the predicted inflow rate is selected as pump selection information. Means for selecting a pump to be stored, and a predicted water level for generating a pump control command when the predicted water level is outside the control upper limit water level and lower limit water level of the pump well And a pump control means for determining a pump to be started or stopped based on the pump selection information and the current pump operation input information when the pump control command is received, and sending a start or stop signal to the pump. To be done.

【0007】一方、第2の発明はポンプ流入する雨水を
複数の同一容量のポンプにより下水処理設備へ揚水する
雨水ポンプ運転台数制御方式においては、降雨量情報を
入力してポンプ井への所定時間後の雨水の流入流量を予
測する流入流量予測手段と、現状のポンプ運転情報を入
力してポンプ揚水量を算出する実揚水量演算手段と、前
記予測流入流量と実揚水量の差である水位変動量と現状
のポンプ井水位入力情報とより予測水位を算出する予測
水位演算手段と、前記予測水位のポンプ井制御上・下限
水位の逸脱を判定し上限水位を越える時には起動、下限
水位を下廻る時には停止のポンプ制御指令を発生する予
測水位判定手段と、前記起動あるいは停止のポンプ制御
指令を受信すると現状のポンプ運転入力情報に基づき起
動あるいは停止すべきポンプを決定し当該ポンプへ起動
あるいは停止信号を送出するポンプ制御手段より構成さ
れる。
On the other hand, in the second invention, in the rainwater pump operation number control system in which rainwater flowing into the pump is pumped to the sewage treatment equipment by a plurality of pumps having the same capacity, rainfall amount information is input and a predetermined time to the pump well is entered. Inflow rate predicting means for predicting the inflow rate of the subsequent rainwater, actual pumping rate calculating means for calculating the pumping rate by inputting the current pump operation information, and water level which is the difference between the predicted inflow rate and the actual pumping rate. Predicted water level calculation means that calculates the predicted water level based on the amount of fluctuation and the current pump well water level input information, and control the pump well control of the predicted water level. Predictive water level determination means for generating a pump control command for stopping when rotating, and start or stop based on the current pump operation input information when the pump control command for starting or stopping is received. Composed of pump control means for sending a start or stop signal to the pump to determine the can pump.

【0008】[0008]

【作用】先ず、第1の発明の動作では、流入流量予測手
段へ入力された降雨量情報を公知の流入流量予測法に基
づいて、所定時間後の予測流入流量を所定時間毎に算出
する。
First, in the operation of the first aspect of the invention, the predicted inflow rate after a predetermined time is calculated for each predetermined time based on the rainfall amount information input to the inflow rate prediction means based on a known inflow rate prediction method.

【0009】一方、実揚水量演算手段へ入力された現状
のポンプ運転情報に基づいてポンプ容量の和より実揚水
量を算出する。前記予測流入流量と実揚水量を予測水位
演算手段に入力して、その差の流量変動を求め、ポンプ
井面積を考慮して水位変動量を算出し、現状のポンプ井
水位入力情報との和を求め、ポンプ井の予測水位を算出
する。他方、ポンプ選定手段において、前記予測流入流
量に最も適合した揚水を可能とするポンプ組合わせを各
ポンプ容量の和より選定しポンプ選定情報として記憶し
ておく。予測水位判定手段にて、前記予測水位がポンプ
井の制御上・下限水位の範囲内にあるか否かを判定し、
範囲外に逸脱した時点で、ポンプ制御指令をポンプ制御
手段へ送出し、前記ポンプ選定記憶情報と現状のポンプ
運転入力情報とより起動あるいは停止すべきポンプを決
定し当該ポンプへ起動あるいは停止信号を送出する。
On the other hand, the actual pumping amount is calculated from the sum of the pump capacities based on the current pump operation information input to the actual pumping amount calculating means. The predicted inflow rate and the actual pumping rate are input to the predicted water level calculation means, the difference in flow rate is calculated, the water level fluctuation amount is calculated in consideration of the pump well area, and the sum of the current pump well water level input information is calculated. And calculate the predicted water level of the pump well. On the other hand, in the pump selection means, a pump combination that enables pumping that best matches the predicted inflow rate is selected from the sum of the pump capacities and stored as pump selection information. With the predicted water level determination means, it is determined whether or not the predicted water level is within the control upper / lower limit water level of the pump well,
At the time of deviation from the range, a pump control command is sent to the pump control means, the pump to be started or stopped is determined from the pump selection memory information and the current pump operation input information, and a start or stop signal is sent to the pump. Send out.

【0010】次に、第2の発明の動作では、流入流量予
測手段へ入力された降雨情報を公知の流入流量予測法に
基づいて、所定時間後の予測流入流量を所定時間毎に算
出する。一方、実揚水量演算手段へ入力された現状のポ
ンプ運転情報に基づいてポンプ容量の和より実揚水量を
算出する。前記予測流入流量と実揚水量を予測水位演算
手段に入力してその差の流量変動を求め、ポンプ井面積
を考慮して水位変動量を算出し、現状のポンプ井水位入
力情報との和よりポンプ井の予測水位を算出する。予測
水位判定手段では予測水位がポンプ井の制御上・下限水
位の範囲内にあるか否かを判定し上限水位を越える時点
で起動、下限水位を下廻る時点で停止のポンプ制御指令
をポンプ制御手段へ送出する。ポンプ制御手段では、該
指令を受信すると、現状のポンプ運転入力情報に基づい
て起動あるいは停止すべきポンプを決定し、当該ポンプ
へ起動あるいは停止信号を送出する。
Next, in the operation of the second aspect of the present invention, the predicted inflow rate after a predetermined time is calculated for each predetermined time based on the rainfall information input to the inflow rate prediction means based on a known inflow rate prediction method. On the other hand, the actual pumping amount is calculated from the sum of the pump capacities based on the current pump operation information input to the actual pumping amount calculation means. The predicted inflow rate and the actual pumping rate are input to the predicted water level calculation means to obtain the flow rate fluctuation of the difference, the water level fluctuation amount is calculated in consideration of the pump well area, and the sum of the current pump well water level input information is calculated. Calculate the predicted water level in the pump well. The predicted water level determination means determines whether the predicted water level is within the control upper / lower limit water level of the pump well and starts pumping when the water level exceeds the upper water level and stops when the water level falls below the lower water level. Send to the means. Upon receiving the command, the pump control means determines the pump to be started or stopped based on the current pump operation input information, and sends a start or stop signal to the pump.

【0011】[0011]

【実施例】以下、本発明の一実施例について、図1〜図
2に基づいて説明する。図1はシステム構成図にて、1
は、入出力手段であり、降雨量情報R、ポンプ井水位情
報H、ポンプ運転情報PGなどの入力と、ポンプへの起
動SKあるいは停止信号STの出力を行う。2は流入流量
予測手段であり、降雨量情報Rに基づきポンプ井への所
定時間(5〜15分)後の雨水の予測流入流量QIYを算
出する。3は、実揚水量演算手段であり、現状のポンプ
運転情報PGに基づきポンプによる実揚水量QOを算出す
る。4は、予測水位演算手段であり、前記流入流量QIY
および前記実揚水量QOとポンプ井水位情報Hとに基づ
きポンプ井の所定時間後の予測水位HYを算出する。5
は、予測水位判定手段であり、予測水位HYがポンプ井
の制御上・下限水位(CHL,CCL)の範囲内にある
か否かを判定し、範囲を逸脱した時点でポンプ制御指令
Sを発する。6は、ポンプ選定手段であり、前記予測流
入流量QIYに最も適合した揚水を可能とするポンプ組合
わせを選定し、ポンプ選定情報PSとして記憶する。7
は、ポンプ制御手段であり、現状のポンプ運転情報PG
と前記ポンプ選定情報PSとを入力し、前記ポンプ制御
指令Sを受信した時点で、起動あるいは停止すべきポン
プを決定し、当該ポンプに入出力手段1を介して起動信
号SKまたは停止信号STを送出する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. 1 is a system configuration diagram.
Is an input / output unit for inputting rainfall amount information R, pump well water level information H, pump operation information P G, etc., and outputting start S K or stop signal S T to the pump. Reference numeral 2 denotes an inflow flow rate predicting means, which calculates a predicted inflow flow rate Q IY of rainwater after a predetermined time (5 to 15 minutes) to the pump well based on the rainfall amount information R. Reference numeral 3 is an actual pumping amount calculation means, which calculates the actual pumping amount Q O by the pump based on the current pump operation information P G. Reference numeral 4 is a predictive water level calculation means, which is the inflow flow rate Q IY.
And the predicted water level H Y of the pump well after a predetermined time is calculated based on the actual pumped water quantity Q O and the pump well water level information H. 5
Is a predictive water level determining means, which determines whether or not the predictive water level H Y is within the control upper / lower limit water level (CHL, CCL) of the pump well. Emit. Reference numeral 6 denotes a pump selection means, which selects a pump combination that enables pumping that is most suitable for the predicted inflow flow rate Q IY and stores it as pump selection information P S. 7
Is the pump control means, and the current pump operation information P G
And inputs the said pump selection information P S, upon receiving the pump control command S, to determine the pump to be activated or stopped, activation signal S K or stop signal via the input-output unit 1 to the pump Send S T.

【0012】次に、この実施例の動作を説明する。現場
より送られてくる各種情報は入出力手段1を介して取り
込まれ、降雨量情報Rは流入流量予測手段2へ、現状の
ポンプ運転情報PGは実揚水量演算手段3およびポンプ
制御手段7へ、現状のポンプ井水位情報Hは予測水位演
算手段4へ入力される。
Next, the operation of this embodiment will be described. Various information sent from the site is taken in via the input / output means 1, the rainfall amount information R is input to the inflow rate prediction means 2, and the current pump operation information P G is the actual pumped water amount calculation means 3 and the pump control means 7. The current pump well water level information H is input to the predicted water level calculation means 4.

【0013】先ず、流入流量予測手段2においては、下
水道流入予測に最も一般的に使用される公知技術の修正
RRL法に基づいて、所定時間例えば5〜15分後の予
測流入流量QIYを所定時間毎に算出し、予測水位演算手
段4およびポンプ選定手段6へ送出する。
First, in the inflow flow rate predicting means 2, a predetermined inflow flow rate Q IY after a predetermined time, for example, 5 to 15 minutes, is determined based on the modified RRL method of the known technique most commonly used for the sewer inflow estimation. It is calculated for each time and sent to the predicted water level calculation means 4 and the pump selection means 6.

【0014】一方、実揚水量演算手段3では、現状のポ
ンプ運転情報PGに基づき、各運転中のポンプ吐出量の
和より現状の実揚水量QOを算出する。
On the other hand, the actual pumping amount calculation means 3 calculates the current actual pumping amount Q O from the sum of the pump discharge amounts during each operation, based on the current pump operating information P G.

【0015】次に、予測水位演算手段4においては、先
に算出した予測流入流量QIYと実揚水量QOとの差QIY
〜QOより予測時点における流量変動量±ΔQIYを算出
した上で、ポンプ井面積Aを考慮して±ΔQIY/Aより
予測時点における水位変動量±ΔHYを算出する。従っ
て、現状のポンプ井水位情報Hと水位変動量±ΔHY
の和H±ΔHYよりポンプ井の予測水位HYを算出する。
Next, in the predicted water level calculation means 4, the difference Q IY between the previously calculated predicted inflow rate Q IY and the actual pumped water quantity Q O.
-Calculating the flow rate fluctuation amount ± ΔQ IY at the time of prediction from Q O, the water level fluctuation amount ± ΔH Y at the time of prediction is calculated from ± ΔQ IY / A in consideration of the pump well area A. Therefore, the predicted water level H Y of the pump well is calculated from the sum H ± ΔH Y of the current pump well water level information H and the water level fluctuation amount ± ΔH Y.

【0016】一方、ポンプ選定手段6において、先に算
出した予測流入流量QIYに最も適合した揚水を可能とす
るポンプ組合わせを各ポンプ容量の和より選定し、予測
時点におけるポンプ選定情報PSとして記憶しておく。
一方先に算出したポンプ井の予測水位HYが、図2に示
されるポンプ井の制御上限水位CHLと制御下限水位C
CLの範囲内に維持されているか否か即ちCCL<HY
<CHLを予測水位判定手段5により常時監視し、上・
下限水位を逸脱した時点でポンプ制御指令Sを発する。
ポンプ制御手段7では、前記ポンプ制御指令Sを受信す
ると、ポンプ選定手段7に記憶されているポンプ選定情
報PSと現状のポンプ運転情報PGとより起動あるいは停
止すべきポンプを決定し、当該ポンプへ起動信号SK
るいは停止信号STを入出力手段1を介して送出する。
On the other hand, the pump selection means 6 selects a pump combination that enables pumping that is most suitable for the previously calculated predicted inflow rate Q IY from the sum of the pump capacities, and the pump selection information P S at the time of prediction Remember as.
Meanwhile predicted water level H Y of pump well calculated earlier, the control upper limit water level CHL and control lower limit level C of the pump well shown in FIG. 2
Whether it is maintained within the range of CL, that is, CCL <H Y
<CHL is constantly monitored by the predicted water level determination means 5,
A pump control command S is issued when the water level deviates from the lower limit water level.
Upon receiving the pump control command S, the pump control means 7 determines the pump to be started or stopped based on the pump selection information P S and the current pump operation information P G stored in the pump selection means 7, and A start signal S K or a stop signal S T is sent to the pump via the input / output means 1.

【0017】なお、同一容量のポンプによる運転台数制
御の場合は図3のシステム構成図のように簡略化でき
る。即ち図1のポンプ選定手段6を除外し予測水位判定
手段5において、予測水位HYが制御上限水位CHLを
逸脱した時点で起動のポンプ制御指令を、予測水位HY
が制御下限水位CCLを逸脱した時点で停止のポンプ制
御指令をポンプ制御手段7へ送出する。ポンプ制御手段
7では、前記起動あるいは停止のポンプ制御指令を受信
すると現状のポンプ運転情報PGに基づいて起動あるい
は停止すべきポンプを決定し、当該ポンプへ起動あるい
は停止信号を入出力手段1を介して送出する。
In the case of controlling the number of operating machines by using pumps having the same capacity, the system can be simplified as shown in the system configuration diagram of FIG. That is, in the prediction level judgment means 5 excludes pump selecting means 6 in FIG. 1, a pump control command start when the predicted water level H Y deviates a control upper limit water level CHL, predicted water level H Y
Sends a pump control command to the pump control means 7 to stop when the control deviates from the control lower limit water level CCL. When the pump control means 7 receives the start or stop pump control command, it determines the pump to be started or stopped based on the current pump operation information P G, and sends the start or stop signal to the input / output means 1 to the pump. Send through.

【0018】[0018]

【発明の効果】本発明は、上述のように降雨量より流入
流量を予測して最適なポンプ組合わせを選定する一方、
予測流入流量と現在のポンプ容量との差より算出される
予測水位が制限水位を逸脱する時点で、最適なポンプ組
合わせに切替えるものであり、予測による先廻り運転な
のでポンプ井水位を適切な範囲に収めることができる。
またポンプ起動回数を従来方法より減少させ、ポンプ運
転時間を均一化することができる。更に従来制御方式で
は出来なかった揚水能力の異なるポンプ組合わせ運転が
適切に行えるという優れた効果を有する。
As described above, the present invention predicts the inflow rate from the rainfall amount and selects the optimum pump combination, while
When the predicted water level calculated from the difference between the predicted inflow flow rate and the current pump capacity deviates from the limit water level, it switches to the optimum pump combination. Can fit in.
Further, the number of pump starts can be reduced as compared with the conventional method, and the pump operation time can be made uniform. Further, it has an excellent effect that the combined operation of pumps having different pumping capacities, which cannot be achieved by the conventional control method, can be appropriately performed.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の一実施例を示すシステム構成図FIG. 1 is a system configuration diagram showing an embodiment of the present invention.

【図2】ポンプ井水位図[Figure 2] Pump well water level diagram

【図3】本発明の他の実施例を示すシステム構成図FIG. 3 is a system configuration diagram showing another embodiment of the present invention.

【図4】従来のポンプ台数制御パターン図[Fig. 4] Conventional pump number control pattern diagram

【符号の説明】[Explanation of symbols]

1…入出力手段 2…流入流量予測手段 3…実揚水量演算手段 4…予測水位演算手段 5…予測水位判定手段 6…ポンプ選定手段 7…ポンプ制御手段 CHL…制御上限水位 CCL…制御下限水位 DESCRIPTION OF SYMBOLS 1 ... Input / output means 2 ... Inflow flow rate prediction means 3 ... Actual pumped water amount calculation means 4 ... Predicted water level calculation means 5 ... Predicted water level determination means 6 ... Pump selection means 7 ... Pump control means CHL ... Control upper limit water level CCL ... Control lower limit water level

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 ポンプ井に流入する雨水を複数の異容量
のポンプにより揚水する雨水ポンプ運転台数制御方式に
おいて、降雨量情報を入力してポンプ井への所定時間後
の雨水の流入流量を予測する流入流量予測手段と、現状
のポンプ運転情報を入力してポンプ揚水量を算出する実
揚水量演算手段と、 前記予測流入流量と前記実揚水量との差である水位変動
量と現状のポンプ井水位入力情報により予測水位を算出
する予測水位演算手段と、 前記予測流入流量に最も適合した揚水を可能とするポン
プ組合わせを選定しポンプ選定情報として記憶するポン
プ選定手段と、 前記予測水位がポンプ井の制御上限水位と下限水位の範
囲内にあるか否かを判定し範囲外へ逸脱した時点でポン
プ制御指令を発生する予測水位判定手段と、 前記ポンプ制御指令を受信すると前記ポンプ選定情報と
現状のポンプ運転入力情報とに基づき起動あるいは停止
すべきポンプを決定し当該ポンプへ起動あるいは停止信
号を送出するポンプ制御手段とを備えてなることを特徴
とした雨水ポンプ運転台数制御方式。
1. In a rainwater pump operating number control system in which rainwater flowing into a pump well is pumped by a plurality of pumps of different capacities, rainfall amount information is input to predict the flow rate of rainwater flowing into the pump well after a predetermined time. Inflow rate predicting means, actual pumping volume calculation means for calculating pump pumping volume by inputting current pump operation information, water level fluctuation amount which is a difference between the predicted inflowing flow rate and the actual pumping rate, and the current pump Predicted water level calculation means for calculating the predicted water level based on the well water level input information, pump selection means for selecting a pump combination that enables pumping that is most suitable for the predicted inflow rate and storing it as pump selection information, and the predicted water level is Control of the pump well: A predictive water level determination means for determining whether or not the water level is within the upper and lower water level limits and issuing a pump control command when the water level deviates from the range, and the pump control command A rainwater pump characterized by comprising pump control means for deciding a pump to be started or stopped based on the pump selection information and the current pump operation input information and sending a start or stop signal to the pump when received. Operating number control system.
【請求項2】 ポンプ井に流入する雨水を複数の同一容
量のポンプにより揚水する雨水ポンプ運転台数制御方式
において、 降雨量情報を入力してポンプ井への所定時間後の雨水の
流入流量を予測する流入流量予測手段と、 現状のポンプ運転情報を入力してポンプ揚水量を算出す
る実揚水量演算手段と、 前記予測流入流量と前記実揚水量との差である水位変動
量と現状のポンプ井水位入力情報とより予測水位を算出
する予測水位演算手段と、 前記予測水位がポンプ井の制御上限水位と下限水位の範
囲内にあるか否かを判定し上限水位を越えた時点で起動
下限水位を下廻った時点で停止のポンプ制御指令を発生
する予測水位判定手段と、 前記起動あるいは停止のポンプ制御指令を受信すると現
状のポンプ運転入力情報に基づき起動あるいは停止すべ
きポンプを決定し当該ポンプへ起動あるいは停止信号を
送出するポンプ制御手段とを備えてなることを特徴とし
た雨水ポンプ運転台数制御方式。
2. In a rainwater pump operation number control system in which rainwater flowing into a pump well is pumped by a plurality of pumps having the same capacity, rainfall information is input to predict the flow rate of rainwater flowing into the pump well after a predetermined time. Inflow rate predicting means, actual pumping volume calculation means for inputting the current pump operation information to calculate the pumping rate, and water level fluctuation amount which is the difference between the predicted inflow rate and the actual pumping rate and the current pump Predicted water level calculation means for calculating the predicted water level from the well water level input information, and it is determined whether the predicted water level is within the control upper limit water level and lower limit water level of the pump well. Predictive water level determination means for generating a pump control command for stopping when the water level falls below the water level, and starting or stopping based on the current pump operation input information when the pump control command for starting or stopping is received. Rainwater pump operation number control system determines the pump was characterized by including a pump control means for sending a start or stop signal to the pump to.
JP29484993A 1993-11-25 1993-11-25 Number of rainwater pump operation controlling method Pending JPH07145784A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29484993A JPH07145784A (en) 1993-11-25 1993-11-25 Number of rainwater pump operation controlling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29484993A JPH07145784A (en) 1993-11-25 1993-11-25 Number of rainwater pump operation controlling method

Publications (1)

Publication Number Publication Date
JPH07145784A true JPH07145784A (en) 1995-06-06

Family

ID=17813053

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29484993A Pending JPH07145784A (en) 1993-11-25 1993-11-25 Number of rainwater pump operation controlling method

Country Status (1)

Country Link
JP (1) JPH07145784A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102758764A (en) * 2012-07-02 2012-10-31 江苏环力科技发展有限公司 Electronic flow controller

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102758764A (en) * 2012-07-02 2012-10-31 江苏环力科技发展有限公司 Electronic flow controller

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